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TRACT #16495-2
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TRACT #16495
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Underground Service Alert
' � - • Call: TOLL FREE
1 m800
422-41 33
TWO WORKING DAYS BEFORE YOU DIG
136
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A. B.
Anchor Bolt
Int.
Integral
A. C.
Asphaltic Concrete
J. Box
Junction Box
Adj.
Adjacent
Jts.
Joints
Alt.
Alternate
L.A.
Landscape Architect
Arch.
Architect
Lic.
Licensed
Auto.
Automatic
L. P.
Low Point
Bldg.
Building
Max.
Maximum
Blk.
Black
M. B.
Machine Bolt
B. M.
Bench Mark
Mech.
Mechanical
B.S.
Bottom of Steps
Med.
Medium
0. B.
Catch Basin
Min.
Minimum
G. F.
Cubic Foot
m. H,
Manhole
C. 1.
Cast Iron
Multi.
Multi -branched
C.I.P.
Cast Iron Pipe
Nat.
Natural
C.J.
Cold Joint
N.I.C.
Not in Contract
C.. L.
Center Line
0. C.
On Center
SHEETS L-3, L-7, & L-11 Clr.
Clearance
0. D.
Outside Diameter
C•.0.
Clean Out
P.A.
Planting Area
C.M.P.
Corrugated Metal Pipe
Perf.
Perforated
Comp.
Compacted
P.D.C.
Point of Connection
Con.
Concrete
P.S.I.
Pounds Per Square
Cond.
Condition
P.T.
Pressure Treated
Cont.
Continuous
P.V.C.
Poly Vinyl Chloride
Ct.
Center
R.
Radius
Ctr. Sink
Counter Sink
R.C.P.
Reinforced Concrete
D. D.
Deck Drain
Rebar
Reinforcing Bar
D. F.
Douglas Fir
Rein.
Reinforcing
D. G.
Decomposed Granite
Req'd.
Required
Dia.
Diameter
Ret.
Retardant
6232 Dim.
Dimension
Rgh.
Rough
Dtl.
Detail
R. S.
Rough Sawn
Ea.
Each
R.S.R.
Rough Sawn Redwood
E.J.
Expansion Joint
Rwd,
Redwood
Elec.
Electric
Sch.
Schedule
Elev.
Elevation
S. F.
Square Foot
Eng.
Engineer
Sht•
Sheet
Esp.
Espalier
Sht. Mtl.
Sheet Metal
Eq.
Equal
Sim.
Similar
E.W.
Each Way
S. L.
Scoreline
E.W.W.M.
Electric Welded Wire Mesh
Smth.
Smooth
Ex.
Existinq
Specs.
Specifications
Exp.
Exposed
Sq.
Square
F. F.
Finish Floor Elevation
Stl,
Steel
F.G.
Finish Grade
T.A.D.
Top of Area Drain
F.H.
Fire Hydrant
T & B
Top and Bottom
Fin.
Finish
T. B.
Top of Berm
F. L.
Flow Line
T. 0.
Top of Curb
Flt.
Flat
Tex.
Textured
E SHEETS L-2, L-6, & L-10 F, S.
Finish Surface
T. G.
Top of Grate
Ftg.
Footing
T.G.D.
Top of Grate Drain
Ftn.
Fountain
Thk.
Thick
Ga.
Gauge
T. P.
Top of Paving
Galy.
Galvanized
T.P.C.
Top of Poll Couping
G.C.
Ground Cover
T. S.
Top of Steps
G. 1.
Galvanized Iron
T. W.
Top of Wall
H.B.
Hose Bib
TWI.
Trowel
Hdr, Brd.
Header Board
Typ,
Typical
Horiz.
Horizontal
Vert.
Vertical
H.P.
Hiqh Point
W/
With
Hgt.
Height
W/0
Without
1. D.
Inside Diameter
W. S.
Water Surface
Inv.
Invert
B.C.R.
Beginning of; Curb Radius
E.C.R.
End of Curb Radius
2i
LU
D
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- - - • r--rnN1naniNO EWY 00)
SLOVER AVENUE
L-1
TITLE SHEET
L-2
SHOULD CONSTRUCTION OF THE REQUIRED
cel%NSTFdUCT@OIV PLAN
L-3
CONSTRUCTION PLAN
L-4
SCALE:
N/A
WALL MASTER FLAN
L-5
CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
CUNtiTRUCT101K4 DETAILS
L-6
PP
AED BY:
�o D&E: �•/Z•
CITY ENGINEER• R.C.E. 51152 EXP. DATE 12/31/05
I R R I LS” AT 10% PLAN
L-7
I RRIGATION PLAN
L-8
IRRIGATION MASTER PLAN
L-9
I R I CAO 03A A T 10% N DETAILS
L-1
0
PLANTING PLAN
L-1
1
PLANTING PLAN
L-1
2
PLANTING DETAILS
L-1
3
CONSTRUCTION SPECS.
4
IRR""0
AND PLANTING SPECS.L-1
REQUIRED
INSPECTIONS:
1. It is the Landscape Contractor's responsibility to contact the Engineering Division's Landscape Inspector 48 hours prior to
desired inspection of an item at (909) 350-6649.
2 Prior to release of utilities or maintenance period commencement, the following inspections are required:
*Pre -Construction Meeting
*Inspection of irrigation system in open trench condition (prior to backfill). Mainline pressure test @ 150 P.S.I. for a
three (3) hour continuous period.
olm ation coverage tests including initial and final tests.
*Finish grade prior to planting.
*Plant materials prior to planting and soil preparation.
*Planting, including street trees. Contact the Parks Planning-& Landscape Development Section, Engineering
Division, for species and final locations.
•Compliance with approved plans.
Final Inspection.
3.
The Owners representative and landscape contractor shall be present at each inspection.
MAINTENANCE GUIDELINES:
Landscape shall be maintained in a neat, clean, weed -free and healthy condition. This shall include but not be limited to:
1. Cultivation of planted beds at intervals not to exceed ten (10) days.
2. Regular mowing to maintain lawn height not to exceed two (2) inches (will vary with species).
3. Regular pruning of plants as necessary to control and direct growth.
4. Scheduled maintenance of irrigation controller to assure proper application rate of water necessary for proper plant growth.
Drip irrigation may require specialized landscape maintenance care.
5. Immediate replacement of irrigation materials as needed to maintain good working conditions.
6. Fertilization on a regular schedule as recommended by the manufacturer to provide proper plant growth.
7. Immediate repair or replacement of irrigation materials as needed to maintain good working conditions.
8. Stakes, guys & ties on trees shall be checked regularly for correct function. Ties are to be adjusted to avoid abrasions or
girdling of trunk or branches.
9. Upon completion of three (3) month (90 day) contract maintenance period, an inspection shall be made by the Community
Development Department Engineering Division Landscape Inspection Staff. The landscape shall be maintained in
accordance with these landscape
maintenance standards.
10. The Developer/Builder is responsible to contact the City and: schedule the maintenance inspection.
A
ERRORS AND, 0MISSI.ONS: .
L SEAL.
ARCHITERRA DESIGN GROUP HEREBY CERTIFIES THAT THE DESIGN, DETAILS AND
SPECIFICATIONS AS REPRESENTED HEREIN MEET PROFESSIONAL LANDSCAPE
ARCHITECTURAL STANDARDS. ARCHITERRA DESIGN GROUP CANNOT GUARANTEE
THE QUALITY OF CONSTRUCTION, INSTALLATION OR MAINTENANCE OF IMPROVEMENTS
AS DESIGNED AND/OR SPECIFIED HEREIN AND DISCLAIMS ANY FUTURE LIABILITY
RESULTING FROM DEVIATIONS. ARCHITERRA DESIGN GROUP IS NOT RESPONSIBLE
FOR THE AMOUNT OR FREQUENCY OFJRRIGATION WATER APPLIED TO THE PROJECT
DURING CONSTRUCTION OR THEREAFTER.
FIRST SUBMITTAL - 9/18/03 (CLIENT/CITY SUBMITTAL)
SECOND SUBMITTAL - 2/18/04 (CLIENT/CITY SUBMITTAL)
THIRD SUBMITTAL - 3/18/04 (CITY SUBMITTAL FOR WALLS)
n
FOURTH SUBMITTAL - 6/21/04 (CITY SUBMITTAL FOR LANDSCAPE)
�Z t� ♦ G A -t- o tJ
9%eco vib - . "
SCALE: N.T.S. SCALE: N.T.S.
EMPIRE CAPITAL LLC
3536 CONCOURS STREET, SUITE 300
ONTARIO, CALIFORNIA 91764
TEL: (909) 987-7788
FAX: (909) 481-6683
CONTACT PERSON: JIM MULLINS
RBF CONSULTING
14725 ALTON PARKWAY
IRVINE, CALIFORNIA 92618-2027
TEL.: (949) 855-3677
CONTACT PERSON: JONATHAN BROWN
PREPARED BY: JOB.;,NUMBER:
LANDSCAPE ARCHITECTURE 0328-5
SITE PLANNING SHE& NUMBER: "i
ARCHITERRA DESIGN GROUP, INC.
10221-A TRADEMARK STREET
RANCHO CUCAMONGA, CALIFORNIA 91730
TEL.: (909) 484-2800 FAX: (909) 484-2802
CONTACT: KEN FRICKE .
1 OF 14 SHEETS
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONT'ANA, CALIFORNIA
SHOULD CONSTRUCTION OF THE REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN
HEREON AND CARRIED FORTH IN A DILIGENT
MANNER, THE CITY ENGINEER MAY REQUIRE
REVISIONS TO THE PLANS TO BRING THEM INTO
DRAWN BY:
MZR
_
SYCAMORE! $
TRACT. # 16 5-1
ITY EACIfL IE TRICT
SCALE:
N/A
DESIGNED BY:
KPF
DATE:
2/5/04
CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
DATE
CHECKED BY:
JAF
PP
AED BY:
�o D&E: �•/Z•
CITY ENGINEER• R.C.E. 51152 EXP. DATE 12/31/05
DWG, No,:
�y
3551
1
14
DEVELOPER: ■ /
FIRST SUBMITTAL - 9/18/03 (CLIENT/CITY SUBMITTAL)
SECOND SUBMITTAL - 2/18/04 (CLIENT/CITY SUBMITTAL)
THIRD SUBMITTAL - 3/18/04 (CITY SUBMITTAL FOR WALLS)
n
FOURTH SUBMITTAL - 6/21/04 (CITY SUBMITTAL FOR LANDSCAPE)
�Z t� ♦ G A -t- o tJ
9%eco vib - . "
SCALE: N.T.S. SCALE: N.T.S.
EMPIRE CAPITAL LLC
3536 CONCOURS STREET, SUITE 300
ONTARIO, CALIFORNIA 91764
TEL: (909) 987-7788
FAX: (909) 481-6683
CONTACT PERSON: JIM MULLINS
RBF CONSULTING
14725 ALTON PARKWAY
IRVINE, CALIFORNIA 92618-2027
TEL.: (949) 855-3677
CONTACT PERSON: JONATHAN BROWN
PREPARED BY: JOB.;,NUMBER:
LANDSCAPE ARCHITECTURE 0328-5
SITE PLANNING SHE& NUMBER: "i
ARCHITERRA DESIGN GROUP, INC.
10221-A TRADEMARK STREET
RANCHO CUCAMONGA, CALIFORNIA 91730
TEL.: (909) 484-2800 FAX: (909) 484-2802
CONTACT: KEN FRICKE .
1 OF 14 SHEETS